Systems, apparatus and methods for obtaining measurements concerning the strength and performance of concrete mixtures

ABSTRACT

A smart cap system includes a cap adapted to fit on a concrete test cylinder, the cap including one or more internal surfaces, and one or more sensors disposed in or on the one or more internal surfaces of the cap, the one or more sensors being adapted to obtain a measurement of a characteristic of a concrete mixture disposed in the test cylinder. The cap may be adapted to fit on one of a 4×8-inch cylinder and a 6×12-inch cylinder. The one or more sensors may include one of a temperature sensor, a humidity sensor, a chronometer, a heat flow sensor, a motion sensor, a pH sensor, a location detector, a GPS sensor, an accelerometer, a triangulation sensor, a thermoelectric heat flow sensor, a salinity sensor, a macro fiber composite (MFC) sensor, and a capillary sensor.

This application is a continuation of U.S. application Ser. No.15/719,705, filed Sep. 29, 2017, which is a continuation-in-part of U.S.application Ser. No. 15/414,401, filed Jan. 24, 2017, and acontinuation-in-part of U.S. application Ser. No. 15/420,635, filed Jan.31, 2017. U.S. application Ser. No. 15/414,401 claimed the priority ofProvisional Application No. 62/287,072 filed Jan. 26, 2016, U.S.Provisional Application No. 62/343,587 filed May 31, 2016 and U.S.Provisional Application No. 62/356,354 filed Jun. 29, 2016. U.S.application Ser. No. 15/420,635, filed Jan. 31, 2017, claimed thepriority of Provisional Application No. 62/289,723 filed Feb. 1, 2016,U.S. Provisional Application No. 62/343,635 filed May 31, 2016 and U.S.Provisional Application No. 62/356,378 filed Jun. 29, 2016. The priorityof each of these applications is claimed and the contents of each ofthese applications are incorporated by reference.

TECHNICAL FIELD

This specification relates generally to the construction field, and moreparticularly to systems, apparatus, and methods for obtaining dataconcerning the performance of concrete mixtures.

BACKGROUND

Concrete is generally used within the industry to refer to a mixture ofcement, sand, stone, and water which upon aging turns into a hardenedmass. The term concrete, as used in the specification and claims herein,means not only concrete as it is generally defined in the industry(cement, sand and stone), but it also means mortar (cement, sand andwater) and cement (cement and water which hardens into a solid mass uponaging).

In the construction field, after a batch of concrete has been producedfor use at a particular site, it is useful to be able to obtain dataconcerning certain performance characteristics such as the in-placestrength of the batch. Accurate prediction of concrete performance canincrease the quality of the end product, and can provide other benefitssuch as allowing the use of accelerated construction schedules.

Several methods for testing and monitoring in-place strength of aconcrete mass have been incorporated into the American Standard TestingMethods, including ASTM C805 (The Rebound Number Method—the so-calledSwiss Hammer Method), ASTM C597 (The Pulse Velocity (Sonic) Method), andASTM C900 (The Pullout Strength Method).

In accordance with standards set forth in ASTM C31 (Standard Practicefor Making and Curing Concrete Test Specimens in the Field), thecompressive strength of concrete is measured to ensure that concretedelivered to a project meets the requirements of the job specificationand for quality control. In order to test the compressive strength ofconcrete, cylindrical test specimens are cast in test cylinders andstored in the field until the concrete hardens.

In accordance with the standards, typically 4×8-inch or 6×12-inch testcylinders are used, and the concrete specimens are stored in a carefullyselected location for a predetermined period of time. When makingcylinders for acceptance of concrete, the field technician must testproperties of the fresh concrete including temperature, slump, density(unit weight) and air content.

There is an ongoing need for improved systems and methods for measuringand predicting the strength and performance of concrete.

SUMMARY

In accordance with an embodiment, a smart cap system includes a capadapted to fit on a standard concrete test cylinder, the cap comprisingone or more internal surfaces, and one or more sensors disposed on theone or more internal surfaces of the cap, the one or more sensors beingadapted to obtain measurement data. Additionally, by using adouble-walled construction with air insulation or using anotherinsulation method, the cap is insulated (so that its temperature sensormeasures the concrete temperature by being closely positioned to thecylinder surface).

In one embodiment, the cap includes a double-walled structure havingfirst and second walls and a volume between the first and second walls,wherein the volume holds one of air and a selected insulating material.

In another embodiment, the one or more sensors are adapted to obtain ameasurement of a characteristic of a concrete mixture disposed in thetest cylinder.

In another embodiment, the cap is adapted to fit on one of a 4×8-inchcylinder, a 6×12-inch cylinder, a 150 mm cube, or a 200 mm cube.

In another embodiment, the one or more sensors comprise one of atemperature sensor, a humidity sensor, a pH sensor, a chronometer, aheat flow sensor, a motion sensor, a location detector, a GPS sensor, aMFC sensor, and a capillary sensor.

In another embodiment, a smart cap system includes a memory adapted tostore data, and a processor adapted to receive from the one or moresensors measurement data relating to the measurement of thecharacteristic of the concrete mixture, and generate a prediction of asecond characteristic of the concrete mixture based on the measurementdata.

In one embodiment, the one or more sensors include a capillary sensorsystem, wherein the capillary sensor system includes a tube and atemperature sensor.

In another embodiment, the one or more surfaces of the cap include amaterial, wherein the one or more sensors are embedded in the material.

In accordance with another embodiment, a smart cap system includes asensor holder system disposed on one of the one or more internalsurfaces of the cap. The sensor holder system includes a sensorenclosure component adapted to hold the one or more sensors. The sensorenclosure component includes a slot or volume adapted to hold the one ormore sensors, and a surface comprising one or more holes adapted toallow a flow of air to pass into the volume. The sensor holder systemalso includes a cover component adapted to cover and protect the sensorenclosure component, and a fabric membrane disposed between the sensorenclosure component and the cover component.

In accordance with another embodiment, a method is provided. A cap isplaced onto a cylinder that contains concrete, the cap comprising asensor adapted to measure a first characteristic of the concrete.Measurement data relating to a measurement of the first characteristicis received from the sensor, while the concrete is setting. A predictionof a second characteristic of the concrete is generated, based on themeasurement data.

In accordance with another embodiment, a system includes a first sensingdevice adapted to obtain a first measurement of a temperature and asecond measurement of humidity of a quantity of concrete in a structure,the quantity of concrete being associated with a particular batch ofconcrete. The system also includes a second sensing device adapted toobtain a third measurement of temperature and a fourth measurement ofhumidity of a specimen of concrete in a test cylinder, the specimen ofconcrete being associated with the particular batch. The system furtherincludes at least one processor adapted to store data defining aplurality of relationships, each respective relationship beingassociated with a respective mixture of concrete, a respectivetemperature, and a respective relative humidity, each respectiverelationship showing strength as a function of age for the correspondingmixture when cured at the respective temperature and the respectiverelative humidity, receive the third measurement of temperature and thefourth measurement of humidity of the specimen of concrete in the testcylinder, receive a fifth measurement of strength of the specimen ofconcrete in the test cylinder, identify, from among the plurality ofrelationships, a first relationship showing strength as a function ofage of the specimen of concrete, based on the third measurement oftemperature, the fourth measurement of humidity, and the fifthmeasurement of strength, identify a mixture based on the firstrelationship, receive the first measurement of a temperature and asecond measurement of humidity, determine a second relationship showingstrength as a function of age of the quantity of concrete in thestructure, based on the first measurement of a temperature and a secondmeasurement of humidity, and generate a prediction of a final strengthof the quantity of concrete based on the second relationship.

In accordance with another embodiment, a method is provided. Datadefining a plurality of relationships, each respective relationshipbeing associated with a respective mixture of concrete, a respectivetemperature, and a respective relative humidity, each respectiverelationship showing strength as a function of age for the correspondingmixture when cured at the respective temperature and the respectiverelative humidity, is stored. A first measurement of temperature and asecond measurement of humidity of a quantity of concrete in a structure,the quantity of concrete associated with a batch of concrete comprisinga particular mixture, are received. A third measurement of temperatureand a fourth measurement of humidity of a specimen of concrete in a testcylinder, the specimen of concrete being associated with the batch, arereceived. A fifth measurement of strength of the specimen of concrete inthe test cylinder is received. A first relationship showing strength asa function of age of the specimen of concrete, based on the thirdmeasurement of temperature, the fourth measurement of humidity, and thefifth measurement of strength is identified from among the plurality ofrelationships. A mixture is identified based on the first relationship.A second relationship showing strength as a function of age of thequantity of concrete in the structure is determined based on the firstmeasurement of temperature and the second measurement of humidity. Aprediction of a final strength of the quantity of concrete is generatedbased on the second relationship.

Advantageously, systems, apparatus, and methods described herein includeefficient curing by sealing in moisture, monitoring maturity bymeasuring temperature, geolocating the tests, and using a range ofdifferent sensors to estimate characteristics such as strength in realtime. Advantageously, all data is communicated via a network such as theInternet to a consolidated database storing data covering areas asspecific as particular project sites to entire countries.

These and other advantages of the present disclosure will be apparent tothose of ordinary skill in the art by reference to the followingDetailed Description and the accompanying drawings.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 shows an exemplary test cylinder containing a test specimen ofconcrete;

FIG. 2A shows a top view of a smart cap system in accordance with anembodiment;

FIG. 2B shows a bottom view of smart cap system in accordance with anembodiment;

FIG. 2C shows a smart cap system and a test cylinder in accordance withan embodiment;

FIG. 2D shows a smart cap system fitted onto a test cylinder inaccordance with an embodiment;

FIG. 3 shows a communication system in accordance with an embodiment;

FIG. 4 is a flowchart of a method in accordance with an embodiment;

FIG. 5 shows a smart cap system in accordance with an embodiment;

FIG. 6 shows components of capillary sensor 565 in accordance with anembodiment;

FIG. 7A shows a smart cap system and a test cylinder in accordance withan embodiment;

FIG. 7B shows a smart cap system fitted on a cylinder in accordance withan embodiment;

FIG. 8 shows a smart cap in accordance with another embodiment;

FIG. 9 shows a communication system in accordance with an embodiment;

FIG. 10A shows a smart cap system and a test cylinder in accordance withanother embodiment;

FIG. 10B shows a smart cap system fitted onto a test cylinder inaccordance with an embodiment;

FIG. 11A shows a smart cap system in accordance with another embodiment;

FIG. 11B shows a smart cap system fitted onto a test cylinder inaccordance with an embodiment;

FIG. 11C shows a smart cap system in accordance with another embodiment;

FIG. 12 includes a graph showing observed temperature measurements;

FIG. 13 shows an exemplary computer which may be used to implementcertain embodiments;

FIG. 14 shows components of a sensor holder system in accordance with anembodiment;

FIGS. 15A-15B show a sensor enclosure in accordance with an embodiment;

FIGS. 16A-16B show a sensor holder cover in accordance with anembodiment;

FIGS. 17A-17B show a smart cap system in accordance with anotherembodiment;

FIG. 17C shows a smart cap system placed on a test cylinder containing aconcrete mixture in accordance with an embodiment;

FIG. 18 shows a cross-section of a smart cap system in accordance withan embodiment;

FIG. 19 shows a cross-section of a smart cap system in accordance withan embodiment;

FIG. 20 shows a view of an interior surface of a smart cap system inaccordance with an embodiment;

FIG. 21 shows a cross-section of a smart cap system in accordance withan embodiment;

FIGS. 22-24 illustrate a method of placing a smart cap system onto atest cylinder in accordance with an embodiment;

FIG. 25 shows a cylinder enclosure system in accordance with anembodiment;

FIGS. 26-28 illustrate a method of placing a test cylinder in a cylinderenclosure system in accordance with an embodiment;

FIG. 29 shows a cylinder enclosure system in accordance with anembodiment;

FIG. 30 shows a cylinder enclosure system in accordance with anembodiment;

FIG. 31 shows a system in accordance with an embodiment;

FIGS. 32A-32B show a sensing device in accordance with an embodiment;

FIGS. 33A-33B show a flowchart of a method of generating a prediction ofthe strength of a batch of concrete in accordance with an embodiment;and

FIG. 34 shows a graph containing a set of relationships each showingstrength as a function of age for a concrete mixture cured at a selectedtemperature in accordance with an embodiment.

DETAILED DESCRIPTION

In accordance with standards set forth in ASTM C31 (Standard Practicefor Making and Curing Concrete Test Specimens in the Field), thecompressive strength of concrete is measured to ensure that concretedelivered to a project meets the requirements of the job specificationand for quality control. In order to test the compressive strength ofconcrete, cylindrical test specimens are cast in test cylinders andstored in the field until the concrete hardens. FIG. 1 shows anexemplary test cylinder 110 containing a test specimen of concrete 162.

The U.S. concrete industry tests approximately twenty (20) million testcylinders annually. The cylinders are first field cured for one or twodays and then moved to a laboratory for analysis. Typically, it isnecessary to wait twenty-eight (28) days before certain characteristicsof the concrete, including a key strength quality, can be determined.

The concrete testing procedure is complicated by other factors. Forexample, the concrete should be kept moist to cure well; however, fieldconditions sometimes make it difficult to ensure that the concreteremains moist. In addition, due to the variety and unpredictability offield conditions, it is sometimes difficult to know when a test cylinderis strong enough to be moved.

The smart cap system described herein advantageously facilitates adetermination of maturity and strength in real time, and also enables auser to determine when the test cylinder can be moved safely. The smartcap system also advantageously provides, for a contractor, real-timemeasures of the concrete specimen to determine whether it is strongenough to demold.

Advantageously, the smart cap system includes a geolocation capabilitythat allows a user to know the location of the test cylinders at alltimes (where the concrete is poured, where the test cylinder is placedwhile curing, etc.). The geolocation function also enables a user toassociate each test cylinder to a particular element of a constructionproject.

Advantageously, the smart cap system described herein enables a user todetect potential problems, such as additions of water to a batch ofconcrete and any resulting weakening of the concrete.

Advantageously, the smart cap system described herein makes it possiblefor a user to monitor and control quality versus location acrossprojects, states, and countries; quality versus location may be visuallyand quantitatively available based on the data collected from varioussmart cap systems.

Advantageously, the smart cap system described herein can help make boththe production of concrete and the use of concrete in building moreefficient, and thereby contribute to making these industries moreefficient.

Advantageously, systems, apparatus, and methods described herein includeefficient curing by sealing in moisture, monitoring maturity bymeasuring temperature, geolocating the tests, and using a range ofdifferent sensors to estimate characteristics such as strength in realtime. Advantageously, all data is communicated via a network such as theInternet to a consolidated database storing data covering areas asspecific as particular project sites to entire countries.

In accordance with an embodiment, a smart cap is placed on a standardtest cylinder and used to test various properties of a concrete mixturecontained in the test cylinder. FIG. 2A shows a top view of a smart capsystem 200 in accordance with an embodiment. Smart cap system 200includes a cap 225, which may be made of plastic, for example. In otherembodiments, cap 225 may comprise another material, such as ABS, PVC,Teflon, hard rubber (such as Ebonite), or any polymeric material thatis, for example, relatively rigid but somewhat deformable. In anotherembodiment, cap 225 comprises a material that may be 3D printed orinjection molded.

Smart cap system 200 also includes one or more sensors 235, which may beattached to an internal surface of the cap, or may be embedded in theinternal surface of the cap, for example. In other embodiments, sensors235 may be placed in other locations on or within a cap. Sensors 235 mayinclude a variety of different types of sensors including temperaturesensors, humidity sensors, chronometers, heat flow sensors capable ofmeasuring heat and/or heat flow, motion sensors, pH sensors, locationdetectors, GPS sensors, etc. One or more of sensors 235 may include anaccelerometer, a triangulation sensor, a thermoelectric heat flowsensor, a salinity sensor, an inductance sensor, an impedance orresistivity sensor, a sonic sensor, a pressure sensor, a conductivitysensor, an elevation sensor, etc. In one embodiment, a salinity sensormay include a chloride ion electrode, for example.

One or more of sensors 235 may include a thermoelectric sensor cooler,such as a Peltier plate. One or more of sensors 235 may include a macrofiber composite (MFC) sensor for detecting motion.

In one embodiment, smart cap system 200 includes a temperature sensorthat is adapted to penetrate (or be embedded within) the concrete insidethe cylinder, or is adapted to be connected into concrete via aconducting copper rod, or is adapted to be positioned close to thesurface of the concrete in the cylinder and to measure temperature (dueto the walls of smart cap system 200 being insulated and the fact themoist warm air rises).

In another embodiment, smart cap system 200 includes a humidity sensorthat is adapted to be positioned close to the concrete surface andmeasure the concrete surface humidity.

In another embodiment, smart cap system 200 includes a capillary sensorthat penetrates the concrete by several centimeters and senses theinternal humidity of the concrete, which changes as hydration occurs andmicrostructure is formed, and shows sensitivity to key strengthdetermining variables such as water-to-cement and water-to-cementitiousratios.

In another embodiment, smart cap system 200 includes an accelerometerwhich functions as a motion sensor.

Smart cap system 200 also includes a communication device 245 adapted totransmit measurement data to a communication network or to anotherdevice. Communication device 245 may include a transmitter, a receiver,a transceiver, etc. In other embodiments, communication device 245 mayalso include other components such as a processing device, a memory,etc. For example, communication device 245 may control one or moresensors within smart cap system 200, and may transmit measurement datato a remote device or computer system, directly or via a network.

Each sensor has its own unique ID that is transmitted and can berelationally linked to a unique concrete batch ID, with recorded batchcontents.

In the illustrative embodiment, smart cap system 200 includes a radiofrequency identification (RFID) device 246. RFID device 246 transmits aunique identifier associated with smart cap system 200. For example,RFID device 246 may be attached to, or embedded in, an internal orexternal surface of cap 225.

In one embodiment, RFID device 246 or the unique sensor ID facilitatesthe association of smart cap system 200 with a particular batch ofconcrete. For example, after a truck carrying a batch of a concretemixture arrives at a construction site, concrete is poured from thetruck into a test cylinder, and smart cap system is placed on the testcylinder, in the manner described above. A technician at theconstruction site may use a scanning device (e.g., a specializedscanning device, a cell phone, etc.) to scan an identifying barcodeassociated with the batch (e.g., a barcode affixed on the inside/outsideof the truck) to identify the batch. Separately, the technician may scansmart cap system 200 (now located on the test cylinder) to obtain aunique RFID. The batch identifying information and the unique RFID orsensor ID information are transmitted to a remote processor, whichassociates the test cylinder with the batch based on the batchidentifying information and the unique RFID or sensor ID information.

FIG. 2B shows a bottom view of smart cap system 200 in accordance withan embodiment. Smart cap system 200 includes internal surfaces 290 and292. Sensors 235 are attached to internal surfaces 290 and/or 292.Alternatively, sensors 235 may be embedded in internal surfaces 290,292. For example, the internal surfaces 290, 292 may comprise a materialsuch as a plastic material; the sensors may be embedded in the plasticmaterial.

In accordance with an embodiment, smart cap system 200 is placed on atest cylinder, as shown in FIG. 2C. In one embodiment, test cylinder 210is a standard-sized test cylinder. Thus, test cylinder 210 may be a4×8-inch cylinder or a 6×12-inch cylinder, for example. Cap 225 of smartcap system 200 is adapted to fit onto a standard test cylinder. Thus, inone embodiment, the cap 225 is adapted to fit onto a 4×8-inch cylinder;in another embodiment, the cap 225 cap is adapted to fit onto a6×12-inch cylinder. Cap 225 may be circular in shape, for example.

In another embodiment, the cap may be adapted to fit onto containershaped as a 150 mm or 200 mm cube.

In the illustrative embodiment, cap 225 has a top section and a sidesection that fits around and outside the rim of the test cylinder. Otherdesigns may be used.

In other embodiments, other shapes and sizes may be used. Thus, in otherembodiments, a smart cap system may have other (non-standard) sizes andmay include a cap adapted to fit onto a triangular, square, rectangular,hexagonal, octagonal, or oval-shaped container of concrete, for example.A smart cap system may have a cap having any shape such as triangular,square, rectangular, oval-shaped, hexagonal, octagonal, etc. The cap maybe adapted to fit onto a container of any size or dimensions.

In accordance with an embodiment, a specimen of concrete 262 is placedin test cylinder 210, as shown in FIG. 2C. After the concrete is placedinto test cylinder 210, smart cap system 200 is placed on test cylinder210. FIG. 2D shows smart cap system 200 fitted onto test cylinder 210after concrete has been placed in the cylinder in accordance with anembodiment.

In accordance with the standards set forth in ASTM C31, test cylinder210 (with smart cap system 200 thereon) is now placed in a selectedlocation for a predetermined period of time. During this period, theconcrete sets.

While test cylinder 210 (and smart cap system 200) remains in theselected location, sensors 235 obtain measurements related to theconcrete specimen 262. For example, sensors 262 may obtain temperaturemeasurements, humidity measurements, etc. Sensors 235 may also obtainmeasurements regarding motion and location of test cylinder 210. Smartcap system 200 may transmit measurement data to a communication networkor to another device.

In accordance with an embodiment, smart cap system 200 communicates witha processing device via a network. FIG. 3 shows a communication systemin accordance with an embodiment. Communication system 300 includes anetwork 305, a data manager 335, a storage 360, and a plurality of smartcap systems 200-A, 200-B, 200-C, etc. Smart cap systems 200-A, 200-B,200-C are disposed on respective test cylinders 210-A, 210-B, 210-C,that hold respective specimens of concrete 262-A, 262-B, 262-C. Eachsmart cap system 200 obtains measurements related to a respectivespecimen of concrete. Each smart cap system 200 transmits measurementdata to data manager 335 via network 305. Each smart cap system 200 mayalso transmit an identifier uniquely identifying itself. For example, anRFID tag embedded in each smart cap system may transmit identificationinformation. Communication network 300 may include any number of smartcap systems.

In one embodiment, multiple smart cap systems 200 may be located at asingle location (e.g., a single construction site). In anotherembodiment, multiple smart cap systems 200 may be located at multiplelocations (e.g., at multiple construction sites).

Communication system 300 also includes a user device 390, which may be apersonal computer, laptop device, tablet device, cell phone, or otherprocessing device which is located at a construction site and used by atechnician at the site. User device 390 is linked to network 305 via alink 392.

Data manager 335 receives measurement data from one or more smart capsystems 200 and analyzes the measurement data. Data manager 335 maygenerate predictions concerning the behavior of one or more concretespecimens. For example, data manager 335 may receive temperature,humidity, heat flow, motion, and/or location, data from smart cap system200-A and, based on the measurement data, generate predictions regardingthe water-to-cementitious ratio, durability, strength, slump, maturity,etc., of the concrete specimen 262-A in cylinder 210-A. Similarly, forexample, data manager 335 may receive temperature, humidity, heat flow,motion, and/or location, data from smart cap system 200-B and, based onthe measurement data, generate prediction data regarding thewater-to-cementitious ratio, durability, strength, slump, maturity,etc., of the concrete specimen 262-B in cylinder 210-B. In oneembodiment, the measurement data received by data manager 335 isprovided to a real-time model to project setting behavior and strengthfor an entire batch of concrete. In another embodiment, the measurementdata is continually subject to statistical analysis to generatereal-time projections, control charts, etc. Data manager 335 may storeprediction data in storage 360. For example, prediction data may bestored in a database. Other data structures may be used to storeprediction data.

In one embodiment, data manager 335 may transmit measurement data and/orprediction information relating to water-to-cementitious ratio,durability, strength, slump, maturity, etc. to a user device such asuser device 390 to enable a technician to access and view theinformation. For example, user device 390 may display measurement dataand/or prediction data on a web page, or in another format.

FIG. 4 is a flowchart of a method in accordance with an embodiment. Atstep 410, concrete is poured into a test cylinder. Referring to FIG. 2C,for example, concrete 262 is poured into cylinder 210.

At step 420, a cap is placed onto the test cylinder, the cap comprisinga sensor adapted to measure a first characteristic of the concrete. Inthe illustrative embodiment of FIG. 2D, smart cap system 200 is placedonto cylinder 210. Smart cap system 200 includes at least one sensor,which may be, for example, a temperature sensor.

In one embodiment, smart cap system 200 receives batch proportion data(i.e., data indicating the components of a particular batch of concreteand the quantities/proportions of the various components) from themixing truck when the concrete is poured into the cylinder.

In the illustrative embodiment, cylinder 210 and smart cap system 200are placed in a carefully selected location for a predetermined timeperiod, in accordance with the standards set forth in ASTM C31.

At step 430, a measurement of the first characteristic is received fromthe sensor while the concrete is concrete is being cured. While theconcrete 262 in cylinder 210 is being cured, sensors 235 of smart capsystem 200 obtain measurements of various characteristics of theconcrete. For example, a temperature sensor may obtain a measurement ofthe temperature of concrete 262. Referring to FIG. 3, smart cap system200 transmits the measurement data obtained by sensors 235 to datamanager 335 via network 305.

At step 440, a prediction of a second characteristic of the concrete isgenerated based on the measurement. For example, data manager 335 maygenerate a prediction regarding the concrete's maturity based on thetemperature measurement. Similarly, data manager 335 may generate aprediction regarding the concrete's water-to-cementitious ratio,durability, strength, slump, etc. based on one or more measurements.

In accordance with another embodiment, a smart cap system includes acapillary sensor. FIG. 5 shows a smart cap system 500 in accordance withan embodiment. Smart cap system 500 includes a cap 525 and a capillarysensor 565. Capillary sensor 565 is attached to an internal surface ofcap 525.

FIG. 6 shows components of capillary sensor 565 in accordance with anembodiment. Capillary sensor 565 includes a tube 620, a processingdevice 630, and a measuring device 644. Tube 620 is sufficiently thin toallow capillary action to draw a fluid up into the tube. Processingdevice 630 may include a computer, for example. Measuring device 644 maycomprise any type of measuring device for measuring any type of data;for example, measuring device 644 may comprise a thermometer, a pHsensor, etc. Measuring device 644 may transmit measurement data toprocessing device 630. Processing device 630 may also include atransmitter for transmitting data via a wireless network, for example.

In accordance with an embodiment illustrated in FIG. 7A, smart capsystem 500 is placed on a test cylinder 710 after concrete 762 has beenpoured into cylinder 710. Referring to FIG. 7B, after smart cap system500 is fitted on cylinder 710, tube 620 comes into contact with thesurface of concrete 762, and capillary action causes water in theconcrete to rise up through the tube 620 to measuring device 644.Measuring device 644 measures one or more characteristics of the water.For example, measuring device 644 may measure the temperature of thewater, humidity of water (which could be less than 100% due to meniscusformation), the pH level of the water, etc. Measuring device 644provides measurement data to processing device 630, which may determinea characteristic of concrete 762 based on the measurement data.Processing device 630 may also transmit measurement data to anotherdevice via a network.

FIG. 8 shows a smart cap in accordance with another embodiment. Smartcap system 800 includes a cap 825 and sensors 835, which are similar tocap 225 and sensors 235 described above. For example, sensors 835 mayinclude temperature sensors, humidity sensors, chronometers, heat flowsensors capable of measuring heat and/or heat flow, motion sensors, pHsensors, location detectors, MFC sensors, GPS sensors, a capillarysensor, etc. Smart cap system 800 also includes a processor 860communicatively coupled to sensors 835, a memory 865, and a transmitter867. Smart cap system 800 may be placed on a test cylinder containing aspecimen of concrete in the manner described above, and sensors 835 mayobtain measurement data relating to the concrete. Sensors 835 transmitmeasurement data to processor 860. Measurement data may be stored inmemory 865. Processor 860 may generate one or more predictions withrespect to the maturity, strength, slump, etc., of the concrete specimenbased on the measurement data. Processor 860 may cause transmitter 867to transmit the measurement data and/or the prediction data to anotherdevice, such as data manager 335, via a network.

In accordance with another embodiment, a smart cap system communicateswith a processing device and/or a remote storage via a wireless modemand an Internet cloud network or other Internet-based communicationnetwork. FIG. 9 shows a communication system in accordance with anembodiment. Communication system 900 includes a network 905, whichincludes the Internet, a data manager 935, and a network storage 960.

Communication system 900 also includes a local gateway 924, which isconnected to network 905. Local gateway 924 includes a modem 925, whichmay be a wireless modem, for example. Local gateway 924 is linked to aplurality of smart cap systems 900-A, 900-B, 900-C, etc. Local gateway924 is also linked to a local storage 927. Local gateway 924 may fromtime to time store data, such as measurement data received from smartcap systems 900, in local storage 927. Local gateway 924 and localstorage 927 may be located at or near a construction site, for example.

Smart cap systems 900-A, 900-B, 900-C are disposed on respective testcylinders 910-A, 910-B, 910-C, that hold respective specimens ofconcrete 962-A, 962-B, 962-C. Using methods and apparatus similar tothose described above, each smart cap system 900 obtains measurementsrelated to a respective specimen of concrete. Each smart cap system 900transmits measurement data to data manager 935 via local gateway 924 andnetwork 905. For example, each smart cap system 900 may transmitmeasurement data wirelessly to local gateway 924, which transmits themeasurement data to data manager 935 via network 905. Each smart capsystem 900 may also transmit an identifier uniquely identifying itself.For example, an RFID tag embedded in each smart cap system may transmitidentification information. Communication system 900 may include anynumber of smart cap systems.

In one embodiment, multiple smart cap systems 900 may be located at asingle location (e.g., a single construction site). In anotherembodiment, multiple smart cap systems 900 may be located at multiplelocations (e.g., at multiple construction sites).

Communication network 900 also includes a user device 990, which may bea personal computer, laptop device, tablet device, cell phone, or otherprocessing device which is located at a construction site and used by atechnician at the site. User device 990 may communicate with network905, with local gateway 924, and/or with other devices withincommunication system 900.

Data manager 935 receives measurement data from one or more smart capsystems 900 and analyzes the measurement data. Data manager 935 maygenerate predictions concerning the behavior of one or more concretespecimens. For example, data manager 935 may receive temperature,humidity, heat flow, motion, and/or location, data from smart cap system900-A and, based on the measurement data, generate predictions regardingthe water-to-cementitious ratio, durability, strength, slump, maturity,etc., of the concrete specimen 962-A in cylinder 910-A. Similarly, forexample, data manager 935 may receive temperature, humidity, heat flow,motion, and/or location, data from smart cap system 900-B and, based onthe measurement data, generate prediction data regarding thewater-to-cementitious ratio, durability, strength, slump, maturity,etc., of the concrete specimen 962-B in cylinder 910-B. In oneembodiment, the measurement data received by data manager 935 isprovided to a real-time model to project setting behavior and strengthfor the entire batch of concrete. In another embodiment, the measurementdata is continually subject to statistical analysis to generatereal-time projections, control charts, etc. Data manager 935 may storeprediction data in network storage 960. For example, prediction data maybe stored in a database. Other data structures may be used to storeprediction data.

In one embodiment, data manager 935 may transmit measurement data and/orprediction information relating to water-to-cementitious ratio,durability, strength, slump, maturity, etc. to a user device such asuser device 990 to enable a technician to access and view theinformation. For example, user device 990 may display measurement dataand/or prediction data on a web page, or in another format.

In one embodiment, network storage 960 may comprise a cloud storagesystem. Data obtained by sensors on smart cap systems 900-A, 900-B,900-C, may be transmitted to and saved in network storage 960 inreal-time. A cloud implementation such as that illustrated by FIG. 9 mayallow data from projects in multiple regions or multiple countries to beauto-consolidated in a single database.

FIG. 10A shows a smart cap system 1000 in accordance with anotherembodiment. Smart cap system 1000 includes a cap 1025, and one or moresensors 1035, which may include various types of sensors such astemperature sensors, humidity sensors, chronometers, heat flow sensorscapable of measuring heat and/or heat flow, motion sensors, pH sensors,location detectors, GPS sensors, MFC sensors. In the illustrativeembodiment of FIG. 10A, a single sensor 1035 is positioned on the insidetop surface of the cap 1025. Smart cap system 1000 also includes atransmitter 1045 adapted to transmit measurement data to a communicationnetwork or to another device. In another embodiment, smart cap system1000 may also include a receiver. Smart cap system 1000 may also includeother components such as a processing device, a memory, etc. Smart capsystem 1000 includes a radio frequency identification (RFID) device1046.

In accordance with an embodiment, smart cap system 1000 is placed on atest cylinder 1010. Test cylinder 1010 has a body 1084 having a firstouter diameter and a top rim 1086 having a second outer diameter that issmaller than the first outer diameter of body 1084. Cap 1025 of smartcap system 1000 is adapted to fit onto top rim 1086; however, cap 1025has an outer diameter equal to or substantially equal to the first outerdiameter of the body 1084 of cylinder 1010. Accordingly, smart capsystem 1000 may be fitted onto test cylinder 1010, as shown in FIG. 10B.

FIG. 11A shows a smart cap system 1100 in accordance with anotherembodiment. Smart cap system 1100 includes a cap 1125, and one or moresensors 1135, which may include various types of sensors such astemperature sensors, humidity sensors, chronometers, heat flow sensorscapable of measuring heat and/or heat flow, motion sensors, pH sensors,location detectors, GPS sensors, MFC sensors. In the illustrativeembodiment of FIG. 10A, a single sensor 1135 is positioned on the insidetop surface of the cap 1125. Smart cap system 1100 also includes atransmitter 1145 adapted to transmit measurement data to a communicationnetwork or to another device. In another embodiment, smart cap system1100 may also include a receiver. Smart cap system 1100 may also includeother components such as a processing device, a memory, etc. Smart capsystem 1100 includes a radio frequency identification (RFID) device1146.

Cap 1125 includes two projecting portions 1153 and 1154 which projectdownward (away from the top surface of the cap) on opposite sides of thecap. Projecting portions 1153, 1154 define gaps 1158, 1159 in cap 1125.In accordance with an embodiment, smart cap system 1100 is placed on atest cylinder 1110, as shown in FIG. 11B. Advantageously, the projectingportions 1153, 1154 also extends the overlap of the cap over thecylinder and provides insulation for the concrete and cause it toself-heat due to hydration.

In other embodiments (in which the cap has a different shape), extendingthe overlap of the cap over the cylinder provides insulation for theconcrete and cause it to self-heat due to hydration.

FIG. 11C shows a smart cap system in accordance with another embodiment.Smart cap system 1180 includes a double-walled cap. The cap includes aninner wall 1182 and an outer wall 1185, and several sensors 1193, 1195.In various embodiments, a volume between the inner and outer walls maybe filled with air, which may provide an insulating function, or with aselected type of insulation material. Advantageously, by using adouble-walled construction with air insulation, or using anotherinsulation method, the smart cap system is insulated (so that itstemperature sensor measures the concrete temperature by being closelypositioned to the cylinder surface).

In accordance with an embodiment, the cap of a smart cap system ends atthe cylinder top in order to avoid self-heating of the concrete in thecylinder.

In various embodiments, the connection between the cap and the cylindermay constitute a seal. Advantageously, sealing moisture inside thecylinder and monitoring humidity facilitates efficient curing of theconcrete.

FIG. 12 includes a graph showing observed temperature over time measuredafter a concrete mixture has been poured into a test cylinder. Graph1200 includes five sets of temperature measurements 1220-A, 1220-B,1220-C, 1220-D, and 1220-E obtained using a smart cap system. Theobserved measurements show that after the concrete mixture is pouredinto the test cylinder, temperature begins at an initial temperature,rises from an initial temperature to a maximum (such as point 1270), andthen gradually decreases. Advantageously, knowledge of the temperatureprofile associated with a particular specimen of concrete can be used topredict other characteristics of the concrete, such as strength,maturity, etc. Tests show that the initial temperature profile issensitive to w/c ratio, mix design factors such as cement and water,chemical amounts and types, etc. For example, a smart cap system maydetect additions of water made when a truck discharges concrete.Commonly, test cylinders are taken when the truck arrives at its initialdischarge, and then the contractor may request that more water be addedthat weakens the concrete. Data obtained by a smart cap system mayreflect the addition of additional water and may project loss ofstrength due to the added water. Advantageously, such data may be veryhelpful when site disputes relating to weakened concrete tests occur,for example. Such data may also provide a contractor informationregarding when a batch of concrete is strong enough for form stripping.

In various embodiments, the method steps described herein, including themethod steps described in FIG. 4, may be performed in an order differentfrom the particular order described or shown. In other embodiments,other steps may be provided, or steps may be eliminated, from thedescribed methods.

Systems, apparatus, and methods described herein may be implementedusing digital circuitry, or using one or more computers using well-knowncomputer processors, memory units, storage devices, computer software,and other components. Typically, a computer includes a processor forexecuting instructions and one or more memories for storing instructionsand data. A computer may also include, or be coupled to, one or moremass storage devices, such as one or more magnetic disks, internal harddisks and removable disks, magneto-optical disks, optical disks, etc.

Systems, apparatus, and methods described herein may be implementedusing computers operating in a client-server relationship. Typically, insuch a system, the client computers are located remotely from the servercomputer and interact via a network. The client-server relationship maybe defined and controlled by computer programs running on the respectiveclient and server computers.

Systems, apparatus, and methods described herein may be used within anetwork-based cloud computing system. In such a network-based cloudcomputing system, a server or another processor that is connected to anetwork communicates with one or more client computers via a network. Aclient computer may communicate with the server via a network browserapplication residing and operating on the client computer, for example.A client computer may store data on the server and access the data viathe network. A client computer may transmit requests for data, orrequests for online services, to the server via the network. The servermay perform requested services and provide data to the clientcomputer(s). The server may also transmit data adapted to cause a clientcomputer to perform a specified function, e.g., to perform acalculation, to display specified data on a screen, etc.

Systems, apparatus, and methods described herein may be implementedusing a computer program product tangibly embodied in an informationcarrier, e.g., in a non-transitory machine-readable storage device, forexecution by a programmable processor; and the method steps describedherein, including one or more of the steps of FIG. 4, may be implementedusing one or more computer programs that are executable by such aprocessor. A computer program is a set of computer program instructionsthat can be used, directly or indirectly, in a computer to perform acertain activity or bring about a certain result. A computer program canbe written in any form of programming language, including compiled orinterpreted languages, and it can be deployed in any form, including asa stand-alone program or as a module, component, subroutine, or otherunit suitable for use in a computing environment.

A high-level block diagram of an exemplary computer that may be used toimplement systems, apparatus and methods described herein is illustratedin FIG. 13. Computer 1300 includes a processor 1301 operatively coupledto a data storage device 1302 and a memory 1303. Processor 1301 controlsthe overall operation of computer 1300 by executing computer programinstructions that define such operations. The computer programinstructions may be stored in data storage device 1302, or othercomputer readable medium, and loaded into memory 1303 when execution ofthe computer program instructions is desired. Thus, the method steps ofFIG. 4 can be defined by the computer program instructions stored inmemory 1303 and/or data storage device 1302 and controlled by theprocessor 1301 executing the computer program instructions. For example,the computer program instructions can be implemented as computerexecutable code programmed by one skilled in the art to perform analgorithm defined by the method steps of FIG. 4. Accordingly, byexecuting the computer program instructions, the processor 1301 executesan algorithm defined by the method steps of FIG. 4. Computer 1300 alsoincludes one or more network interfaces 1304 for communicating withother devices via a network. Computer 1300 also includes one or moreinput/output devices 1305 that enable user interaction with computer1300 (e.g., display, keyboard, mouse, speakers, buttons, etc.).

Processor 1301 may include both general and special purposemicroprocessors, and may be the sole processor or one of multipleprocessors of computer 1300. Processor 1301 may include one or morecentral processing units (CPUs), for example. Processor 1301, datastorage device 1302, and/or memory 1303 may include, be supplemented by,or incorporated in, one or more application-specific integrated circuits(ASICs) and/or one or more field programmable gate arrays (FPGAs).

Data storage device 1302 and memory 1303 each include a tangiblenon-transitory computer readable storage medium. Data storage device1302, and memory 1303, may each include high-speed random access memory,such as dynamic random access memory (DRAM), static random access memory(SRAM), double data rate synchronous dynamic random access memory (DDRRAM), or other random access solid state memory devices, and may includenon-volatile memory, such as one or more magnetic disk storage devicessuch as internal hard disks and removable disks, magneto-optical diskstorage devices, optical disk storage devices, flash memory devices,semiconductor memory devices, such as erasable programmable read-onlymemory (EPROM), electrically erasable programmable read-only memory(EEPROM), compact disc read-only memory (CD-ROM), digital versatile discread-only memory (DVD-ROM) disks, or other non-volatile solid statestorage devices.

Input/output devices 1305 may include peripherals, such as a printer,scanner, display screen, etc. For example, input/output devices 1305 mayinclude a display device such as a cathode ray tube (CRT) or liquidcrystal display (LCD) monitor for displaying information to the user, akeyboard, and a pointing device such as a mouse or a trackball by whichthe user can provide input to computer 1300.

Any or all of the systems and apparatus discussed herein, includingsmart cap 200, communication device 245, smart cap 500, smart cap 800,smart cap 1000, smart cap 1100, data manager 335, storage 360, networkstorage 960, data manager 935, local gateway 924, local storage 927,user device 390, user device 990, and components thereof, may beimplemented using a computer such as computer 1300.

One skilled in the art will recognize that an implementation of anactual computer or computer system may have other structures and maycontain other components as well, and that FIG. 13 is a high levelrepresentation of some of the components of such a computer forillustrative purposes.

It has been observed that high levels of humidity may develop within atest cylinder containing a concrete mixture. Under some conditions, highlevels of humidity can damage electronic circuits, such as theelectronic circuits present in a sensor device. Therefore, there is aneed for an improved sensor holding apparatus that is capable of holdinga sensor device within a test cylinder, in order to allow the sensor toobtain measurements relating to the concrete mixture, and is alsocapable of protecting the sensor device from excessively high levels ofhumidity.

FIG. 14 shows components of a sensor holder system in accordance with anembodiment. Sensor holder system 1400 includes a sensor device 1405, asensor enclosure 1410, a fabric membrane 1420, and a sensor holder cover1430.

Sensor device 1405 includes one or more sensors adapted to obtainmeasurements relating to one or more selected characteristics of aconcrete mixture. Sensor device 1405 is adapted to fit into an opening1412 of sensor enclosure 1410. Sensor enclosure 1410 includes opening1412 that is adapted to receive sensor device 1405. Sensor enclosure1410 contains a volume that is adapted to hold and provide protectionfor sensor device 1405.

Fabric membrane 1420 is a waterproof, breathable fabric membrane. Fabricmembrane 1420 may comprise a Gor-Tex material, for example, or a similarmaterial. Fabric membrane 1420 may be 100% waterproof or may bepartially waterproof. Fabric membrane 1420 protects sensor device 1405from excessive humidity within a test cylinder containing a concretemixture. Fabric membrane 1420 may permit a lower level of watervapor/humidity to pass through.

Sensor holder cover 1430 is adapted to receive and hold the assemblyincluding sensor enclosure 1410 and fabric membrane 1420.

For example, sensor device 1405 may include a temperature sensor, ahumidity sensor, a salinity sensor, a pH sensor, an inductance sensor,an impedance or resistivity sensor, a sonic sensor, a pressure sensor, aconductivity sensor a chronometer, a heat flow sensor, a motion sensor,an accelerometer, a location detector, an elevation sensor, a GPSsensor, a MFC sensor, or other types of sensor. Sensor device 1405 mayinclude more than one type of sensor. One example of the temperaturesensor is a miniature-sized temperature logger “SMARTBUTTON” (ACRSYSTEMS INC.). In one embodiment, a salinity sensor may include achloride ion electrode, for example.

Sensor device 1405 may also include a wireless transmitter adapted totransmit measurement data. Sensor device 1405 may also include areceiver device adapted to receive commands and/or data.

FIGS. 15A-15B show sensor enclosure 1410 in accordance with anembodiment. A slot or volume inside sensor enclosure 1410 is accessiblevia opening 1412; the slot or volume is adapted to hold sensor device1405. Sensor device 1405 is housed within sensor enclosure 1410. Sensorenclosure includes a curved face having a surface 1527 that includes aplurality of holes 1533. Holes 1533 allow air to pass into the inside ofsensor enclosure to sensor device 1405. In the illustrative embodimentof FIG. 15A, a cover component 1525 may be coupled to sensor enclosure1525 in order to cover opening 1412 and provide further protection forsensor device 1405. Cover component 1525 may cover the entire side ofsensor enclosure 1410 that includes opening 1412, for example.

Sensor enclosure 1410 has a first width dimension m1, which may bebetween 1.5 and 2.0 inches, for example, more preferably 1.71 inches,and a second width dimension m2, which may be between 1.5 and 2.0inches, for example, more preferably 1.72 inches.

FIGS. 16A-16B show sensor holder cover 1430 in accordance with anembodiment. A curved side 1608 of sensor holder cover 1430 includes acentral hole 1620. Sensor holder cover 1430 has first width dimensionw1, which may be between 1.5 and 2.4 inches, for example, morepreferably 2.01 inches. Sensor holder cover 1430 has a second widthdimension w2, which may be between 1.5 and 2.0 inches, more preferably1.84 inches. Sensor holder cover 1430 has a third width dimension T,which may be between 0.5 and 1.0 inches, for example, more preferably0.68 inches.

FIGS. 17A-B show a smart cap system in accordance with anotherembodiment. Sensor holder system 1400 may be attached to an internalsurface of smart cap system 1760. For example, sensor holder system 1400may be attached to an internal top surface 1762 of smart cap system1760, as shown in FIGS. 17A-17B. In a manner similar to that describedherein, smart cap system 1760 may then be placed on a cylinder 1770containing a specimen of a concrete mixture 1785.

FIG. 17C shows smart cap system 1760 placed on a test cylinder 1770containing a concrete mixture 1785 in accordance with an embodiment.Sensor holder system 1400 is disposed on internal surface 1762 of smartcap system 1760. In accordance with systems and methods describedherein, sensor 1405 may obtain measurements of one or morecharacteristics of concrete mixture 1785.

Advantageously, fabric membrane 1420, and more generally the structureof sensor holder system 1400, protect sensor device 1405 fromexcessively high levels of humidity that may develop within cylinder1770. In particular, any air or gases, including any water vapor, insidetest cylinder 1770 are restricted from reaching sensor device 1405 byhole 1620 of sensor holder cover 1430, fabric membrane 1420, and holes1533 of sensor enclosure 1410. If fabric membrane 1420 is less than 100%waterproof, a reduced level of water vapor may reach sensor device 1405under some conditions.

FIG. 18 shows a smart cap system in accordance with another embodiment.Smart cap system 1800 includes a top portion 1810 and a round sideportion 1820, which is adapted to fit over a standard test cylinder. Asensor device 1850 is attached to the interior surface of top portion1810.

In the interior of the cap, top portion 1810 and side portion 1820 donot form a right angle. Instead, an angled portion 1835 joins topportion 1810 and side portion 1820. Angled portion 1835 forms an angle θrelative to an interior surface 1822 of side portion 1820. In oneembodiment, angle θ is thirty (30) degrees. In other embodiments, angleθ is between 20 degrees and 40 degrees. The surface of angled portion1835 is smooth (to reduce friction). In another embodiment, the surfaceof angled portion is rough (to generate friction).

FIG. 19 shows a smart cap system in accordance with another embodiment.Smart cap system 1900 includes a top portion 1910 and a round sideportion 1920, which is adapted to fit over a standard test cylinder. Asensor device 1950 is attached to the interior surface of top portion1910.

In the interior of the cap, an angled portion 1935 joins top portion1910 and side portion 1920. Angled portion 1935 forms an angle θrelative to an interior surface 1922 of side portion 1920. In oneembodiment, angle θ is thirty (30) degrees. In other embodiments, angleθ is between 20 degrees and 40 degrees. A series of steps or ridges 1939cover the surface of angled portion 1935.

FIG. 20 shows a view of the interior surfaces of a smart cap system inaccordance with an embodiment. Smart cap system 2000 includes a topportion 2010 and a round side portion 2020. A sensor device 2050 isattached to top portion 2010. Angled portion 2035 joins top portion 2010and side portion 2020. The surface of angled portion 2035 includesridges 2039. A plurality of spacers 2060 are disposed on the interiorsurface of side portion 2020. Spacers 2060 may be regularly orirregularly spaced on the interior surface of side portion 2020. Spacers2060 may have a radial width of between 1 and 5 millimeters, forexample. Other widths may be used. Advantageously, spacers 2060facilitate the placement of smart cap system 2000 onto a test cylinderand also facilitate the removal of smart cap system 2000 from the testcylinder.

FIG. 21 shows a cross section view of smart cap system 2000 of FIG. 20.Spacers 2060 extend from the bottom rim of side portion 2020 to angledportion 2035.

FIGS. 22-24 illustrate a method of placing a smart cap system onto atest cylinder in accordance with an embodiment. A smart cap system 2200includes a top portion 2210, a side portion 2220, and an angled portion2235. A sensor device 2250 is attached to an interior surface of topportion 2210. Spacer 2260 are disposed on an interior surface of sideportion 2220.

Advantageously, when the cylinder onto which a smart cap system isplaced is formed of a flexible material such as plastic, the angledportion of the smart cap system facilitates the formation of a sealbetween the cylinder and the interior surface of the smart cap system.This feature is illustrated in FIGS. 22-24.

Advantageously, a smart cap system such as those illustrated in FIGS.18-21 provides a sealed environment, and therefore provides anenvironment with stable humidity. In such a sealed environment, thehumidity inside the cylinder can remain at or near one hundred percent(100%) while the concrete dries. Because of the stable environment withone hundred percent humidity, the observed strength obtained when theconcrete specimen is tested represents a valid and reliable measure ofthe concrete's strength.

Referring to FIG. 22, smart cap system 2200 is placed above a top rim2295 of a test cylinder 2290, which holds a specimen of concrete 2293.Referring to FIG. 23, smart cap system 2200 is lowered to fit around toprim 2295 of test cylinder 2290. Smart cap cylinder is lowered until toprim 2295 of test cylinder 2290 reaches approximately the top end ofspacers 2260. At this point, top rim 2295 of test cylinder 2290 isproximate angled portion 2235 of smart cap system 2200.

When smart cap system 2200 is pushed down further onto test cylinder2290, angled portion 2235 of smart cap system comes into contact withtop edge 2295 of test cylinder 2290. As smart cap system 2200 is pushedstill further onto test cylinder 2290, the reduced radius of angledportion 2235 forces top rim 2295 of test cylinder 2290 to be squeezed.The reduced radius of angled portion 2235 creates a space having aradius smaller than the original radius of top rim of test cylinder2290. At this stage, a small or moderate amount of pressure may need tobe applied by a technician to push smart cap system onto test cylinder2290. Because text cylinder 2290 is made from a flexible material, toprim 2295 bends in response to the applied force and the radius of toprim 2295 decreases, as shown in FIG. 24. A portion of the material oftest cylinder 2290 proximate top rim 2295 may also be squeezed and bendto fit into the reduced spaced created by angled portion 2235.

Advantageously, after smart cap system 2200 is placed onto test cylinder2290 in the manner described above and illustrated in FIGS. 22-24, thepressure created between top rim 2295 of test cylinder 2290 and thesurface of angled portion 2235 creates a seal between smart cap system2200 and test cylinder 2290.

It has been observed that when a test cylinder and smart cap system areused outdoors to test a specimen of concrete, the sensors within thesmart cap system (and the smart cap system itself) may be affected(e.g., heated) by solar radiation and other environmental factors,thereby causing measurements to be unreliable or inaccurate. Forexample, if the test cylinder and smart cap system are in directsunlight, the radiation from the direct sunlight may affect measurementsobtained by sensors in or on the smart cap system. There is a need forsystems and methods to ensure that measurements made by sensors in asmart cap system are reliable and accurate.

FIG. 25 shows a cylinder enclosure system in accordance with anembodiment. Enclosure system 2500 includes a cover 2510 and a base 2520.Cover 2510 is a hollow cylinder having a closed top portion 2511 and around side portion 2513, and an open bottom 2515. Base 2520 has an outerring 2523 and an inner ring 2525. Cover 2510 is adapted to fit intoouter ring 2523.

In one embodiment, cover 2510 and base 2520 are made from a plasticmaterial. Other materials may be used.

Referring to FIG. 26, inner ring 2525 of base 2520 is adapted to receiveand hold a standard test cylinder. Therefore, in one embodiment, innerring 2525 has a diameter of 4 inches and is adapted to receive a 4×8test cylinder. In another embodiment, inner ring 2525 has a diameter of6 inches and is adapted to receive a 6×12 test cylinder. Cover 2510 isadapted to cover and enclose a standard test cylinder. Accordingly, inone embodiment, cover 2510 is adapted to cover and enclose a 4×8 testcylinder. For example, cover 2510 may have dimensions of 6×12 inches,sufficient to cover a 4×8 test cylinder. Other dimensions may be used.

In another embodiment, cover 2510 is adapted to cover and enclose a 6×12test cylinder. For example, cover 2510 may have dimensions of 9×18inches, sufficient to cover a 6×12 test cylinder. Other dimensions maybe used.

In one embodiment, the surface of cover 2500 includes a reflectivematerial, such as foil, reflective paint, reflective sprayed material,etc. Cover 2500 may have a light-colored surface, such as white orsilver.

In one embodiment, a standard test cylinder is placed in cylinderenclosure system 2500. FIGS. 26-28 illustrate a method of placing a testcylinder into cylinder enclosure system 2500 in accordance with anembodiment. Referring to FIG. 26, a test cylinder 2650, including a cap2655 and a sensor device 2670, and which holds a specimen of concrete2662, is placed into inner ring 2525 of base 2520. Referring to FIG. 27,cover 2510 is placed over cylinder 2650 and cap 2655, and fits intoouter ring 2523 of base 2520.

Referring to FIG. 28, test cylinder 2650 (and cap 2655) may remainwithin cylinder enclosure system 2500 as long as desired. For example,after a specimen of concrete is poured into test cylinder 2650 for thepurpose of testing the concrete, the test cylinder may be placed intocylinder enclosure system 2500. The cylinder enclosure system 2500 (withthe test cylinder 2650 inside) may then be placed outdoors for theduration of the test, for example. Advantageously, even in directsunlight, cylinder enclosure system 2500 protects cylinder 2650, sensor2670, and the specimen of concrete 2662, from the effects of solarradiation and other environmental factors.

FIG. 29 shows a cylinder enclosure system in accordance with anotherembodiment. System 2900 includes a cover 2910 and a base 2920. A handle2988 is attached to a top surface 2911 of cover 2910. Two hooks 2991 areattached at the edges of top surface 2911 of cover 2910. Two chains 2965are attached to base 2920.

In accordance with an embodiment, after a test cylinder is placed intocylinder enclosure system 2900, in the manner described herein, cover2910 is placed onto base 2920, and chains 2965 are drawn up and attachedto hooks 2991 on cover 2910, as shown in FIG. 30. The chains securecover 2910 on base 2920. Once secured, cylinder enclosure system 2900may be easily picked up by handles 2988 and transported from onelocation to a second location.

As discussed above, existing techniques for predicting the strength of abatch of concrete include use of standard test cylinders. Typically,specimens of concrete from a batch are poured into a plurality of testcylinders and allowed to dry. A technician may test the test cylindersat predetermined intervals (e.g., one cylinder every two days) todetermine when the concrete has a desired strength. However, thestrength measurements obtained in this manner are not always reliable.In particular, the humidity of the environment in which a batch ofconcrete dries affects the final strength of the concrete. Generally,greater humidity is associated with greater final strength. Because thefinal strength of a concrete mixture depends in part on the humidity ofthe environment in which the concrete dries, the final strength of aconcrete mixture cannot be known without knowledge of the humidity ofthe environment in which the concrete dried. The humidity of theenvironment in which the concrete dried may not be known, for example,for various reasons including: if the test cylinders are maintained atan arbitrary location at a construction site, if the test cylinder isnot sealed, if a test cylinder is inadvertently opened prior to the timedesignated for testing the cylinder, etc.

In accordance with an embodiment, a system including a sensing deviceand a smart cap system is used to generate a prediction of strength fora particular batch of concrete. The use of a smart cap system enables auser to obtain knowledge of the humidity profile of the environment inwhich a specimen of the concrete dries; the knowledge of the humidityprofile is used to generate a prediction of the final strength of thebatch of concrete with greater accuracy and reliability.

FIG. 31 shows a system in accordance with an embodiment. System 3100includes a sensing device 3200 that is embedded in a concrete structureand adapted to measure the temperature and humidity of the concrete, acylinder 3130 holding a specimen of the concrete and a smart cap system3140 fitted onto the cylinder, a wireless router 3134, a network 3065, adata manager 3072, a prediction module 3076, and a storage 3084. In theillustrative embodiment, sensing device 3200, cylinder 3130, smart capsystem 3140, and wireless router 3134 are located at a construction site3008. In other embodiments, components of system 3100 may be arrangeddifferently. Wireless router 3134 is connected to network 3065, whichmay be the Internet, for example, or another type of network. Datamanager 3072 and prediction module 3076 may include software residingand operating on one or more servers, for example, or may includehardware. Storage 3084 may include any type of storage or memory adaptedto store data.

Sensing device 3200 is embedded in a structure 3110 formed from aconcrete mixture. For example, sensing device 3200 may be placed intothe concrete mixture while the concrete is still in a concrete mixingtruck, or may be placed into the concrete mixture while the concrete isbeing poured into a form to create the structure, or at another time.

Sensing device 3200 obtains measurements of the temperature and humidityof the concrete mixture as it dries, and transmits the measurement datawirelessly to data manager 3072. For example, the data may betransmitted via wireless router 3134, and via network 3065 (which mayinclude the Internet), to data manager 3072. The measurement data may bestored in memory 3084. For example, the measurement data may be storedin a measurement database 3089 maintained in storage 3084, shown in FIG.31.

In the illustrative embodiment, sensing device 3200 is a sphericalsensing device comprising one or more sensors. FIGS. 32A-32B showsensing device 3200 in accordance with an embodiment. FIG. 32A showscomponents of sensing device 3200. FIG. 32B shows sensing device 3200 inan assembled configuration.

Referring to FIG. 32A, sensing device 3200 includes a shell comprising afirst portion 3213 and a second portion 3217. First and second portions3213, 3217 are adapted to fit together to form an enclosed shell, asshown in FIG. 32B. First and second portions 3213, 3217 form a seal whenfitted together which protects components located inside the device.While in the illustrative embodiment, sensing device 3200 is spherical,in other embodiments, a sensing device may have other shapes. Sensingdevice 3200 also includes a sensor device 3230 adapted to fit inside theshell when first and second portions 3213, 3217 are fitted together.Sensor device 3230 includes a plurality of sensors 3241, 3243, 3245,which include a temperature sensor and a humidity sensor, and mayinclude other types of sensors adapted to measure other characteristicsof a concrete mixture such as salinity, pH level, conductivity,impedance, etc. Sensor device 3230 also includes a transmitter 3249adapted to transmit measurement data wirelessly.

In one embodiment, first and second portions 3213, 3217 are made of asuitable plastic material. In other embodiments, first and secondportions 3213, 3217 may be formed from a different material such asrubber, metal, etc.

In accordance with an embodiment, first temperature and humiditymeasurements obtained by a sensing device embedded in a concretestructure, second temperature and humidity measurements obtained by asmart cap system located on a test cylinder containing a specimen of theconcrete, and strength data obtained by testing the concrete in the testcylinder, are used to generate a prediction of the final strength of theconcrete in the structure. One method of obtaining a prediction of finalstrength of a concrete mixture based on temperature, humidity, andstrength measurements is described herein. However, other methods may beused to determine final strength from temperature, humidity and strengthdata. For example, any algorithm that derives the final strength of aconcrete mixture based on temperature, humidity and strengthmeasurements may be used.

FIG. 33 is a flowchart of a method of generating a prediction of thestrength of a batch of concrete in accordance with an embodiment. Atstep 3310, data defining a plurality of relationships is stored, whereineach respective relationship is associated with a respective mixture ofconcrete, a respective temperature, and a respective relative humidity,and each respective relationship shows strength as a function of age forthe corresponding mixture when cured at the respective temperature andthe respective relative humidity. In one embodiment, a set ofrelationships such as that shown in FIG. 34 are generated a priori foreach of a plurality of mixtures (under laboratory conditions). FIG. 34shows a graph 3400 containing a set of curves (in this example, fourcurves) each showing strength as a function of age for a particularconcrete mixture, when the concrete is cured at a selected temperature T(in this instance T=20° C.) in accordance with an embodiment. Each ofthe four relationships shown in graph 3400 show the relationship betweenstrength and age for the mixture when the mixture is when cured in anenvironment having a selected relative humidity (RH). Thus, curve 3412shows strength as a function of age when T=20° C. and RH=100; curve 3414shows strength as a function of age when T=20° C. and RH=80; curve 3416shows strength as a function of age when T=20° C. and RH=60; curve 3418shows strength as a function of age when T=20° C. and RH=40.

In the illustrative embodiment, a plurality of relationships such asthose shown in FIG. 34 (i.e., a plurality of curves such as curves 3412,3414, 3416, 3418) are determined for each of a plurality of mixtures,temperatures, and relative humidities. As used herein, the term“mixture” signifies a particular combination of components such aswater, cement, cementitious, fine aggregate, etc. A mixture may be aparticular combination mixed precisely in accordance with a formulation,or may be a combination that is similar to a particular formulation buthas been modified in some way. In practice, because a concrete mixturethat is ordered based on a desired formulation is often modified bysmall additions of water, cement, and/or other components, the number ofpossible mixtures is very large. Thus, in the illustrative embodiment, aplurality of mixtures are defined, and for each mixture, a plurality ofrelationships showing strength as a function of curing age is determinedfor a plurality of selected temperatures and relative humidities.

Thus, for example, for a selected mixture, a first plurality ofrelationships may be determined for a curing temperature of 10° C.(e.g., a set of four curves for four different relative humidities maybe determined), a second plurality of relationships may be determinedfor the curing temperature of 20° C., a second plurality ofrelationships may be determined for the curing temperature of 30° C., asecond plurality of relationships may be determined for the curingtemperature of 40° C., etc. Relationships may be determined for othercuring temperatures.

The plurality of relationships are stored in a memory. In theillustrative embodiment of FIG. 31, the plurality of relationships arestored in a relationship database 3087 maintained in storage 3084, shownin FIG. 31.

In an illustrative example, a batch of concrete is now produced at aproduction facility and transported in a concrete mixing truck to aconstruction site. In the illustrative embodiment, the concrete istransported to construction site 3008 shown in FIG. 31. The concrete ispoured to form structure 3110 at construction site 3008. For example,the structure may be a wall, a floor, etc.

At step 3320, a first measurement of temperature and a secondmeasurement of humidity of a quantity of concrete in a structure, thequantity of concrete being associated with a batch of concretecomprising a particular mixture, are received. In the illustrativeembodiment, sensing device 3200, while embedded in concrete structure3110 (and while the concrete is drying), obtains one or moremeasurements of the temperature of the concrete and one or moremeasurements of the humidity of the concrete. Sensing device 3200transmits data representing the temperature and humidity measurementswirelessly to data manager 3072. For example, the measurement data maybe transmitted via wireless router 3134 and network 3065 to data manager3072. Data manager 3072 receives the temperature measurement data andthe humidity measurement data and stores the data in storage 3084.

In the illustrative embodiment, prediction module 3076 may access thetemperature and humidity data generated by sensing device 3200 andgenerate a prediction of the concrete's maturity based on thetemperature measurements received from the sensing device. However, thetemperature and humidity measurements generated by sensing device 3200are insufficient to generate a reliable prediction of the concrete'sstrength.

In the illustrative embodiment, a prediction of the final strength ofthe concrete in the structure is generated using the data generated bysensing device 3200 in combination with data obtained by smart capsystem 3140. Specifically, at the time the concrete is poured to formstructure 3110, a specimen of the concrete from the same batch is pouredinto test cylinder 3130, and smart cap system 3140 is placed on thecylinder. When smart cap system 3140 is placed on cylinder 3130, a sealis created in the manner described herein. Advantageously, the sealformed in this manner ensures that the concrete in cylinder 3130 driesin an environment having stable humidity. In one embodiment, smart capsystem 3140 maintains the humidity within cylinder 3130 at or near onehundred percent (100%) throughout the curing process.

Also advantageously, smart cap system 3140 enables a user to obtainknowledge of the humidity of the environment in which the concrete incylinder 3130 dries. Thus, while the concrete in the test cylinder 3130is cured, sensors in smart cap system 3140 obtain measurements of thetemperature and humidity of the concrete within the cylinder. Asdiscussed above, the sealed smart cap system is able to provide anenvironment at or near one hundred percent humidity. The temperature andhumidity measurement data are transmitted wirelessly to data manager3072. For example, smart cap 3140 may transmit the measurement data viawireless router 3134 and network 3065 to data manager 3072.

At step 3330, a third measurement of temperature and a fourthmeasurement of humidity of a specimen of concrete in a test cylinder,the specimen of concrete being associated with the batch, are received.Data manager 3072 receives the temperature measurement data and humiditymeasurement data from smart cap system 3140. Data manager 3072 may storethe measurement data in measurement database 3089 in storage 3084.

At a selected time, smart cap system 3140 is removed from cylinder 3130,the specimen of concrete is tested, and a measure of the strength of thespecimen of the concrete is obtained. For example, well-known methodsmay be used to crush the concrete and to measure the strength of theconcrete. The measurement of strength is transmitted to data manager3072. For example, a technician who conducts the test may transmit themeasurement data to data manager 3072 (e.g., by entering the strengthdata into a selected field on a website, by entering the strength datavia a cell phone App, by sending an email, etc.).

At step 3340, a fifth measurement of strength of the specimen ofconcrete in the test cylinder is received. Data manager 3072 receivesthe data representing the measurement of strength and stores the data instorage 3084.

The measure of strength obtained in this manner, and the temperature andhumidity measurements previously obtained by sensing device 3200 and bysmart cap system 3140, are now used to generate a prediction of thefinal strength of the batch of concrete.

It is to be noted that in the concrete production and constructionfields, lack of knowledge of the exact composition of any particularbatch of concrete is an ongoing problem. Because small additions andmodifications are frequently made to any given concrete mixture at theproduction facility, during transport (in a concrete mixing truck), andat the construction site, the mixture that is poured at the constructionsite is often not the same as the mixture defined by the originalformulation. This lack of certainty concerning the components of anygiven concrete mixture being poured adds to the challenge of predictingthe strength of the mixture. Advantageously, the systems and methodsdescribed herein use temperature and humidity measurement data, andobserved strength data, to determine the nature of the relevant concretemixture. This knowledge is then used to identify a relationship betweenthe strength and age of the mixture.

Referring again to the method of FIGS. 33A-33B, at step 3350, a firstrelationship showing strength as a function of age of the specimen ofconcrete is identified from among the plurality of relationships, basedon the third measurement of temperature, the fourth measurement ofhumidity, and the fifth measurement of strength. In the illustrativeembodiment, after smart cap system 3140 is removed from cylinder 3130,and the concrete in the cylinder is tested to determine its strength,the strength data, and the data indicating temperature and humidity, aswell as age data, are used to identify, from among the storedrelationships, a curve matching the strength, temperature, humidity, andage data. Specifically, a relationships stored in storage 3084 areexamined and a relationship matching the temperature and humidity dataobtained by smart cap 3140, the observed strength data, and the relevantage data, is identified.

At step 3360, a mixture is identified based on the first relationship.Because each of the stored relationships is associated with a particularmixture, after the curve is identified, the mixture that was used toproduce the batch may be identified.

At step 3370, a second relationship showing strength as a function ofage of the quantity of concrete in the structure is determined, based onthe first measurement of temperature and the second measurement ofhumidity. In the illustrative embodiment, after the relevant mixture isidentified, the temperature data obtained by the sensing device in theconcrete of the structure is now used to determine the temperatureprofile experienced by the concrete as it cured. A plurality of curvesrepresenting strength profiles of the mixture at the curing temperatureis retrieved from memory. For example, a set of curves (e.g., a graphwith four curves) showing strength of the mixture as a function of ageat the curing temperature (and at respective relative humidities) may beretrieved.

Now the humidity data obtained from sensing device 3200 in the structureis used to determine a relative humidity in which the concrete of thestructure cured. After the relative humidity experienced by the concretemixture of the structure is determined, a particular curve showing thestrength profile of the mixture at the relevant temperature and humidityis identified. Thus, for example, a curve associated with the relevantrelative humidity may be selected from among a set of curves on a graph.Alternatively, an intermediate curve may be extrapolated based on thecurves defined in stored information.

At step 3380, a prediction of final strength for the concrete mixture ofthe structure is determined based on the identified curve. Therelationship identified in step 3370 is used to determine a predictionof the final strength of the concrete mixture in structure 3110.

In one embodiment, a prediction of strength is provided to a user in theform of one or more probabilities. For example, a prediction mayindicate a probability that a concrete mixture will have a desiredstrength (e.g., “There is a 90% chance that the strength of the concretewill be 3000 PSI.”).

The foregoing Detailed Description is to be understood as being in everyrespect illustrative and exemplary, but not restrictive, and the scopeof the invention disclosed herein is not to be determined from theDetailed Description, but rather from the claims as interpretedaccording to the full breadth permitted by the patent laws. It is to beunderstood that the embodiments shown and described herein are onlyillustrative of the principles of the present invention and that variousmodifications may be implemented by those skilled in the art withoutdeparting from the scope and spirit of the invention. Those skilled inthe art could implement various other feature combinations withoutdeparting from the scope and spirit of the invention.

1. A measurement system comprising: a cap adapted to fit on a concretetest cylinder, the cap comprising: a top portion adapted to cover atleast a portion of an opening of the concrete test cylinder, the topportion including a top interior surface; a side portion adapted to fitaround a circumference of the concrete test cylinder; and a sensorholder system disposed on the top interior surface of the cap, thesensor holder system comprising: a sensor enclosure componentcomprising: a volume adapted to hold one or more sensors; and a surfacecomprising one or more holes adapted to allow a flow of air to pass intothe volume; and at least one sensor disposed in the sensor enclosurecomponent.
 2. The measurement system of claim 1, wherein the capincludes a double-walled structure having first and second walls and avolume between the first and second walls, wherein the volume holds oneof air and a selected insulating material.
 3. The measurement system ofclaim 3, wherein the cap is adapted to fit on one of a 4×8-inchcylinder, a 6×12-inch cylinder, a 150 mm cube, and a 200 mm cube.
 4. Themeasurement system of claim 3, wherein the at least one sensor includesone of a humidity sensor, temperature sensor, a chronometer, a heat flowsensor, a motion sensor, a pH sensor, a location detector, a GPS sensor,an accelerometer, a triangulation sensor, a thermoelectric heat flowsensor, a salinity sensor, a macro fiber composite (MFC) sensor, and acapillary sensor.
 5. The measurement system of claim 1, furthercomprising: a memory adapted to store data; and a processor adapted to:receive from the at least one sensor measurement data relating to ameasurement of a first characteristic of the concrete mixture; andgenerate a prediction of a second characteristic of the concrete mixturebased on the measurement data.
 6. The measurement system of claim 5,wherein: the at least one sensor comprises a humidity sensor; the firstcharacteristic includes humidity; and the second characteristic is oneof: strength, maturity, and slump.
 7. The measurement system of claim 1,wherein: the side portion includes a side interior surface; and the capfurther includes a third interior surface disposed between the topinterior surface and the side interior surface.
 8. The measurementsystem of claim 7, wherein: the side interior surface and the thirdinterior surface define an angle between twenty (20) and forty (40)degrees; a greatest radius of the third interior surface is equal to orgreater than a radius of the concrete test cylinder; and the thirdinterior surface includes a plurality of concentric ridges.
 9. Themeasurement system of claim 1, wherein no portion of the at least onesensor passes through the cap.
 10. The measurement system of claim 1,wherein the first characteristic is one of: temperature, humidity,salinity, pH, inductance, impedance, resistivity, pressure,conductivity, heat flow, motion, and acceleration.
 11. The measurementsystem of claim 10, wherein the second characteristic is one of:strength, maturity, and slump.
 12. The measurement system of claim 1,further comprising: a fabric membrane disposed in the sensor holdersystem, the fabric membrane being waterproof to prevent liquid frompassing therethrough and breathable to enable water vapor to passtherethrough.
 13. A system comprising: a network adapted to carry data;a plurality of cylinders containing respective specimens of concrete; aplurality of caps disposed on the plurality of cylinders, eachrespective cap being disposed on a respective cylinder and including: atop portion adapted to cover at least a portion of an opening of therespective cylinder, the top portion including a top interior surface; aside portion adapted to fit around a circumference of the respectivecylinder; a sensor attached to the top interior surface of therespective cap, the sensor being adapted to measure a characteristic ofthe associated specimen of concrete located in the respective cylinder;and a transmitting device adapted to transmit, via the network,measurement data relating to measurements obtained by the associatedsensor; and a processor adapted to: receive the measurement data fromthe plurality of caps; and for each respective cap, generate respectiveprediction data relating to a behavior of the associated specimen ofconcrete, based on the associated measurement data.
 14. The system ofclaim 13, wherein the processor is further adapted to: for eachrespective cap, generate a respective prediction of a characteristic ofthe associated specimen of concrete, based on the associated measurementdata.
 15. The system of claim 14, wherein the characteristic is one ofstrength, maturity, and slump.